HomeMy WebLinkAboutTHIRD FLOOR ROOF FRAMINGWARNING*
THIS7S_A PLACEMENT PL7N FOR ENGINEERED
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
-BRACING:
1) FOR THE ERECTION BRACING FOLLOW
-SEE FINAL ENGINEFRING SHEETS FOR THE
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
-BACK-717RGUS WILL NOT BE ACCEPTED UNLESS OUR
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
LL BEARING POINTS MUST BE
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
NSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
STALLED PRIOR TO INSTALLING
[NY
EAST COAST TRUSS.
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
FOR ERECTION AND INSTALLATION OF TRUSSES
RESPONSIBILITY OF OTHERS.
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
TRUSSES! FAILURE TO DO SO MAY RESULT
FOLLOW INSTRUCTIONS ON THE BCSI-131 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES.
I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS IENGINEERING
TRUSS DRAWINGS.
Top of Plate A- 23'-011
6" Coffer
12" Coffer for Elevator
Frame Down to 9'-0" Ceiling
(By Bldr)
AAA-AXX
Indicates Left End Of Truss
On Lgyout & Engineering Sheets
Builder Must Verify ALL Deflection
Criteria Prior to Production of Trusses _
Def Criteria:
LL Def Less than L/240
TL Def Less than L/180
Third Floor Roof Framimy
ZIP
21011
rm&wm I
RECEd1';D JAN 19 2016
Typical End Detail
ENGINEERED TIMBER
TRUSS SYSTEMS PRODUCTS
51T
EAST COAST TRUSS
5285 ST.LUCIE BLVD. FT. PIERCE, FL 349646
OFFICE: (772) 466-2480 FAX: (772)466-5336
TOMER:Phoenix Realty Homes, Inc.
NAME: Lot 5 Queens Isle
RESS:Lot 5
YCOUNTY:Fort Pierce, St. Lucie
JOB # 29313
JOB #
MODEL:A
SQ FT 55
DATE 08/18/15 IM I EST=1
61C1.5&3E003 (3) (0. EAST COAST TRUSS f. Me
"T.. Design Engineer"
Truesa are designed in .ctordmce "iM the
H.M. evading Code
At
NOTE:
n
By approving this placement plan(s), signatured
A
anywhere on this sheet, the customer or his
representitive acknowledges that this placement plan
complies with the structural intent of the project.
The customer also acknowledges that this approval
authorizes EAST COAST TRUSS to manufacture these
trusses and deliver them to the project indicated on this
drawing.
The customer also acknowledges that he/she accepts
financial responsibility for any repair, engineering, and
J
Q
labor required due to errors other than those of EAST
COAST TRUSS.
z
Signed: Date:
LL
0
CODE = FBC 2014/TP12007 ASCE 7-10
W
DESIGN CRITERIA =MWFRS
cc
OCCUPANCY CATEGORY= II
G
EXPOSURE = D
Q
MWF SPEED =170
BUILDING TYPE =ENCLOSED
MEAN HEIGHT: 27.00
co
GRAVITY LOADS
to
W
FLOOR: DUR FACTOR=1.0
J
z
PSF=TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,6.0
ROOF: DUR FACTOR= 1.33
U)
PSF=TCLL-TCDL-BCLL-BCDL
W
30.0,15.0,0.0,10.0
U)
LOADS PER FBC & FRC
U)
*NON -CONCURRENT BC LL 10psf
D
CONCURRENT BC STORAGE LL 20 psf
F—
W
U)
DEFINITIONS
MWF = MAIN WIND FORCE
O
C&C = COMPONENTS AND CLADDING
I—
TOB = TOP OF BEARING
W
TIC = TOP CHORD
BC = BOTTOM CHORD
U)
LL = LIVE LOAD
DL = DEAD LOAD
psf = POUNDS PER SQUARE FOOT
I—
# =POUNDS
O
UPLIFT MUST BY-PASS FLOOR TRUSSES
z
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING.
O
ALL GIRDER/COLUMN LOADS MUST
0
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
RECOMMENDED ON FLOOR TRUSSES
CL
SPANNING 20'-0" OR MORE
O
UST BE WITH A SPREADER BAR. THE
U
BAR SHOULD BE AT LEAST 1/2
J
jREADER
3 IN LENGTH AS THE SPAN OF THE TRUSS
Q
EING SET.
`
/
EFER TO BCI-B1 FOR COMPLETE
O
RECTION AND SAFETY PROCEDURES.
ALL BEAMS BY BUILDER
NOTE: TRUSSES DO NUr'
SUPPORT ANY PLANT SHELVES
_0e
1)(11/3/15) 4.5/12 RP; 24" OH; 5.8" HH; r
2- y-
3- Q
4-
5-
6-
0)
CID
TRUSS PLACEMENT PLAN
/4" if